Unformatted text preview: DL = 1.8 k/ft (including self-weight) and w LL = 3.6 k/ft. The beam has an f c = 5 ksi, f y = 60 ksi, b= 15-in., d= 26.5-in., concrete cover=1.5-in. and the strength of the shear reinforcement is f sy = 40 ksi. Design the beam....
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- Summer '08
- Force, Shear strength, uniformly distributed load